{"id":932,"date":"2018-04-14T23:53:53","date_gmt":"2018-04-15T02:53:53","guid":{"rendered":"http:\/\/www.labgeo.ufscar.br\/site\/?p=932"},"modified":"2018-07-18T17:02:31","modified_gmt":"2018-07-18T20:02:31","slug":"compressao-simples-solo-cimento","status":"publish","type":"post","link":"https:\/\/www.labgeo.ufscar.br\/site\/compressao-simples-solo-cimento\/","title":{"rendered":"Resist\u00eancia \u00e0 Compress\u00e3o Solo-Estabilizante"},"content":{"rendered":"<p>O LabGEO\/UFSCar realiza ensaios de resist\u00eancia \u00e0 compress\u00e3o simples de solo-cimento ou solo-estabilizante de acordo com a ABNT MB-3361.\u00a0A resist\u00eancia \u00e0 compress\u00e3o simples (sem confinamento lateral), \u00e9 o valor da press\u00e3o correspondente \u00e0 carga que rompe um cilindro de solo-cimento submetido \u00e0 um carregamento axial.<\/p>\n<p style=\"text-align: center;\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-medium wp-image-933\" src=\"http:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20170526_090857326_HDR-225x300.jpg\" alt=\"\" width=\"225\" height=\"300\" srcset=\"https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20170526_090857326_HDR-225x300.jpg 225w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20170526_090857326_HDR-768x1024.jpg 768w, https:\/\/www.labgeo.ufscar.br\/site\/wp-content\/uploads\/2018\/04\/IMG_20170526_090857326_HDR-1080x1440.jpg 1080w\" sizes=\"auto, (max-width: 225px) 100vw, 225px\" \/><\/p>\n","protected":false},"excerpt":{"rendered":"<p>O LabGEO\/UFSCar realiza ensaios de resist\u00eancia \u00e0 compress\u00e3o simples de solo-cimento ou solo-estabilizante de acordo com a ABNT MB-3361.\u00a0A resist\u00eancia \u00e0 compress\u00e3o simples (sem confinamento lateral), \u00e9 o valor da press\u00e3o correspondente \u00e0 carga que rompe um cilindro de solo-cimento submetido \u00e0 um carregamento axial.<\/p>\n","protected":false},"author":1,"featured_media":933,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[3],"tags":[],"class_list":["post-932","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-solos","et-has-post-format-content","et_post_format-et-post-format-standard"],"_links":{"self":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/932","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/comments?post=932"}],"version-history":[{"count":3,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/932\/revisions"}],"predecessor-version":[{"id":1465,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/posts\/932\/revisions\/1465"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media\/933"}],"wp:attachment":[{"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/media?parent=932"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/categories?post=932"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.labgeo.ufscar.br\/site\/wp-json\/wp\/v2\/tags?post=932"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}